High-Explosive Cratering a Frozen and Unfrozen Soils in Alaska

Explosive cratering tests were conducted in seasonally frozen and thawed gravel at Ft. Richardson near Anchorage, Alaska, and in seasonally frozen and thawed silt overlying permafrost and in silt permafrost at Ft. Wainwright near Fairbanks, Alaska. Explosive charge weights ranged from 26 to 3120 lb...

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Bibliographic Details
Main Author: Smith, North
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
Format: Text
Language:English
Published: 1980
Subjects:
Online Access:http://www.dtic.mil/docs/citations/ADA084702
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA084702
id ftdtic:ADA084702
record_format openpolar
spelling ftdtic:ADA084702 2023-05-15T17:56:23+02:00 High-Explosive Cratering a Frozen and Unfrozen Soils in Alaska Smith, North COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH 1980-02 text/html http://www.dtic.mil/docs/citations/ADA084702 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA084702 en eng http://www.dtic.mil/docs/citations/ADA084702 Approved for public release; distribution is unlimited. DTIC AND NTIS Ammunition and Explosives *ALASKA *CRATERING *EXPLOSIVE CHARGES *TUNDRA ARMORED PERSONNEL CARRIERS BURIED OBJECTS CRATERS FREEZING MOISTURE CONTENT OPTIMIZATION PERMAFROST SHALLOW DEPTH SILT SOILS TEST METHODS THAWING WEIGHT HIGH EXPLOSIVE CRATERING FROZEN GRAVEL THAWED CONDITIONS PE62730A WU003 Text 1980 ftdtic 2016-02-23T09:48:21Z Explosive cratering tests were conducted in seasonally frozen and thawed gravel at Ft. Richardson near Anchorage, Alaska, and in seasonally frozen and thawed silt overlying permafrost and in silt permafrost at Ft. Wainwright near Fairbanks, Alaska. Explosive charge weights ranged from 26 to 3120 lb and charge burial depths ranged from about 3 to 40 ft. The cube root of the charge weight scaling was used to determine maximum scaled crater dimensions and optimum scaled depth of burial of the charge. Test results for frozen and thawed gravel were essentially the same because of the low moisture content and the relatively shallow depth of freezing (5 to 6 ft). The optimum depth of burial of the charge for maximizing the apparent radius and depth and the true radius was about 1.8 times the cube root of the charge weight for both the frozen and thawed conditions. In seasonally frozen silt overlying a talik and silt permafrost the maximum scaled crater dimensions and optimum scaled burial depths of the charge were smaller than for the thawed condition except for the true crater dimensions. The channeling of energy in the talik produces maximum crater dimensions and an optimum burial depth for the true crater that is larger than for the thawed condition. The results for the homogeneous silt permafrost were very similar to the frozen gravel results with much smaller maximum crater dimensions and smaller optimum charge burial depths than for the thawed silt overlying permafrost. Text permafrost Tundra Alaska Defense Technical Information Center: DTIC Technical Reports database Anchorage Fairbanks Talik ENVELOPE(146.601,146.601,59.667,59.667)
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Ammunition and Explosives
*ALASKA
*CRATERING
*EXPLOSIVE CHARGES
*TUNDRA
ARMORED PERSONNEL CARRIERS
BURIED OBJECTS
CRATERS
FREEZING
MOISTURE CONTENT
OPTIMIZATION
PERMAFROST
SHALLOW DEPTH
SILT
SOILS
TEST METHODS
THAWING
WEIGHT
HIGH EXPLOSIVE CRATERING
FROZEN GRAVEL
THAWED CONDITIONS
PE62730A
WU003
spellingShingle Ammunition and Explosives
*ALASKA
*CRATERING
*EXPLOSIVE CHARGES
*TUNDRA
ARMORED PERSONNEL CARRIERS
BURIED OBJECTS
CRATERS
FREEZING
MOISTURE CONTENT
OPTIMIZATION
PERMAFROST
SHALLOW DEPTH
SILT
SOILS
TEST METHODS
THAWING
WEIGHT
HIGH EXPLOSIVE CRATERING
FROZEN GRAVEL
THAWED CONDITIONS
PE62730A
WU003
Smith, North
High-Explosive Cratering a Frozen and Unfrozen Soils in Alaska
topic_facet Ammunition and Explosives
*ALASKA
*CRATERING
*EXPLOSIVE CHARGES
*TUNDRA
ARMORED PERSONNEL CARRIERS
BURIED OBJECTS
CRATERS
FREEZING
MOISTURE CONTENT
OPTIMIZATION
PERMAFROST
SHALLOW DEPTH
SILT
SOILS
TEST METHODS
THAWING
WEIGHT
HIGH EXPLOSIVE CRATERING
FROZEN GRAVEL
THAWED CONDITIONS
PE62730A
WU003
description Explosive cratering tests were conducted in seasonally frozen and thawed gravel at Ft. Richardson near Anchorage, Alaska, and in seasonally frozen and thawed silt overlying permafrost and in silt permafrost at Ft. Wainwright near Fairbanks, Alaska. Explosive charge weights ranged from 26 to 3120 lb and charge burial depths ranged from about 3 to 40 ft. The cube root of the charge weight scaling was used to determine maximum scaled crater dimensions and optimum scaled depth of burial of the charge. Test results for frozen and thawed gravel were essentially the same because of the low moisture content and the relatively shallow depth of freezing (5 to 6 ft). The optimum depth of burial of the charge for maximizing the apparent radius and depth and the true radius was about 1.8 times the cube root of the charge weight for both the frozen and thawed conditions. In seasonally frozen silt overlying a talik and silt permafrost the maximum scaled crater dimensions and optimum scaled burial depths of the charge were smaller than for the thawed condition except for the true crater dimensions. The channeling of energy in the talik produces maximum crater dimensions and an optimum burial depth for the true crater that is larger than for the thawed condition. The results for the homogeneous silt permafrost were very similar to the frozen gravel results with much smaller maximum crater dimensions and smaller optimum charge burial depths than for the thawed silt overlying permafrost.
author2 COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
format Text
author Smith, North
author_facet Smith, North
author_sort Smith, North
title High-Explosive Cratering a Frozen and Unfrozen Soils in Alaska
title_short High-Explosive Cratering a Frozen and Unfrozen Soils in Alaska
title_full High-Explosive Cratering a Frozen and Unfrozen Soils in Alaska
title_fullStr High-Explosive Cratering a Frozen and Unfrozen Soils in Alaska
title_full_unstemmed High-Explosive Cratering a Frozen and Unfrozen Soils in Alaska
title_sort high-explosive cratering a frozen and unfrozen soils in alaska
publishDate 1980
url http://www.dtic.mil/docs/citations/ADA084702
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA084702
long_lat ENVELOPE(146.601,146.601,59.667,59.667)
geographic Anchorage
Fairbanks
Talik
geographic_facet Anchorage
Fairbanks
Talik
genre permafrost
Tundra
Alaska
genre_facet permafrost
Tundra
Alaska
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/ADA084702
op_rights Approved for public release; distribution is unlimited.
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